HomeMy WebLinkAboutProduct Approval (2) CAc
'File " . ,
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M>,AM>1® E 2l��1� �
I11i6•II—DADE C OLNI I Y
p . . RE 0 E'I�tl E® FOR PRODUCT CONTROL SECTION
�e�+ 1I805 SW 26 Street,Room 208
DEPARTAIE+tT OF REGULATORY AND EGG 2 c E V V E Miami,Florida 33I75-2474
BOA.RI?A\D CODE ADIYIINIS'I'RA'rION DIY ' ��r4C'E UN (786)3I5-2590 h(,86)315-2599
is is is.tnirtanidacle. oc/building
Regency Plus,Inc. PB
2060 Locust Gap Highway ,
ti
Mount C'arniel,PA 17851.
SCOPE:
.. This-NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be t€sed in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miatn.i-Dade County Product Control
Section(In Miami-t_)ade County)and/or the AFIJ(in areas.other than Miami-Dade County)reserve the right
to have this product or material tested.for quality assurance purposes.If this product or material fails to perform
in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction.R.F.,R reserves the.right
to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product
or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Bolding Code,
including the High Velocity Hurricane Zone.
SCI3IPIZOM'Series;32Q-5 utsevite-Wliit I?VC asemea !iia€lgav _ I�.i.
7 .
APPROVAL DOCUMENT: Di-Wng No. RPLS0061, titled "Series Tech 5205 Vinyl OS Casement
Window--L.M.I.",sheets 1 through 7 of 7,dated 10/14/08,with revision M dated 10/20/20,prepared.by PTC
Product:Design Group,LL.C, signed and sealed by Robert J.Amoruso, P.E.,bearing the Miami-Dade County
Product Control.Revision stamp with the Notice of Acceptance number and expiration date by the Miami-
Dade County Product Control Section.
Large-and-Small-Missile Impact Resistani
LABELING:Each unit shall bear a perrr€anent label with the-inarnafacturer's'naine or logo,city, state.. series,
and following statement: "Iviiami-Dade County Product Control Approved".unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal.application has been tiled and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINA.TION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process.Misuse of this NOA.as an endorsement of
any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to .
comply with any section of this NOA shall be cause for termination and removal of NOA.
VERTISEMENT: The NOAnumber preceded by the words'Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. Ifar y portion offhe NOA is displayed,then
it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA.revises NOA No.20-0506.03 and consists of this page 1,evidence pages E-1 and E-2,as well as
approval document mentioned.above.
The submitted documentation was reviewed by Wang Zhao,P.E.
NOA No.20-1 I t} .07
ADE�C ,
COMM,� �5 � - � Expiration Date: May 43G,2{!2S
0` ffT12021 Approval }ate: .January 2I,202I
Page I
a
Regency Plus,Iite.
NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Stcbnzrtted tinder-NOA No, 08-1118.10)
2. Drawing No.RPLS0061,titled"Series Tech 5205 Vinyl OS Casement Window—
Li�tl'',sheets I through 7 of 7,dated 10/14/08,with revision I,L dated 04/28/20,
prepared by PTC Product Design Group,LLC, signed and,sealed by Robert J.
Amoruso, P.E.
B. TEST_S
1:. Test reports on: 1)Air Infiltration Test,per.FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test, per FBC,TAS 202-94
4)°Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
b)Forced Entry Test,per FBC 2411.3.2.`1, and TAS 202-94
along with marked-up drawings and installation diagram of a white PVC casement
window,prepared by National Certified Testing Laboratories,Test.Report No.
NTCL-11.0-11618-1,dated 10/02/08,signed and sealed by.Harold_E. Rupp,P.E.
(Submitted under NOA No. 08-1118.10)
along with marked-up drawings and installation diagram of series 5205 outswing vinyl
casement window, prepared by National.Certified Testing Laboratories; Test Report
No. NCTL-110.22725=1,dated 02/14/20,with revision 01 dated 04/07/20,all signed
and sealed by Joseph A.Reed, P.E.
(Subi-pitted under NOA No.-20-0506.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 5111
Edition(2701.4),dated 09/03/15 and updated to the FBC;6'h Edition (2017)with.
revision 1 dated 04/29/20,prepared by PTC.Product Design Group, LLC,signed and
sealed by Robert J.Amoruso, P.E. (Submitted under A10A_.Nv. 20-0506.03)
2. Glazing;complies with ASTM E1300-04
C:I. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
CII. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc.for their
"TrosifolO Ultr ,clear,Clear and Color PV'*B Class Interlavers"dated 05l09/119,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions
USA,IYIC.,'for their White Rigid PVC Exterior Extrusions for ,
Windows and.Doors,approved on 03108/18,expiring on 02/28/23.
Wang Zhao,P.E.
Product Control.Examiner
NOA No.20-1I03.07
:Expiration Date. May 06,2025
Approval Date: January 21,2021.
E-1
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTITWED)
3. E NERGI Fenestration Solutions Data Sheet for compound product No.3242/8007,
Rigid PVC Building Products Profile Extrusion,compound designed for Windows and
Doors dated May 19, 2016.
F. STATEMENTS
1. Statement letter of conformance,complying with FCC 6"Edition (2017), dated January
8,2018,prepared by PTC Product Design Group, LLC,signed and sealed by Robert J.
0
Amoruso, P.E.(Subinitted under NOA.No. .18-0122.14)
G. OTHERS
1. Notice of Acceptance No. 18-0122.14,issued to Regency Plus, Inc.for their Series
"5205" Outswing White PVC Casement Window—L.M.I.,approved on 03/08/18 and.
expiring on 05/06/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.RPLS006.1,titled"'Series Tech 5205 Vinyl OS Casement Window—
LM17, sheets 1. through 7 of 7. dated 10/14/08, with revision M dated 10120/20, prepared
by PTC Product Design Group,LLC, signed and sealed by Robert J. Arnoruso., P.E.
B. TESTS
None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
L Miarni.-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 7"'Edition (2020),and of no
financial interest, dated 10/20/2020,prepared by PTC Product Design Group,LLC,
signed and sealed by Robert J. Amoroso,P.E.
G. OTHERS
1. Notice of Acceptance No.20-0506.03, issued to Regency Plus.Inc. for their Series
"5205"Outswing White PVC Casement Window-L.M1, approved on 031/08/4.8 and
expiring on 05/06/25.
Sitang Zhao,P.E,
Product Control Examiner
NOA No.20-1103.07
Expiration Date: May 06,2025
Approval Date: January 21,2021
E-2
............................................................ .................... ............... .......1-1--l-.11................................. .........—-----
a
REGENCY PLK��,_INCO
SERIES 'TECH. 5205 VINYL.W-.._.. OUTSWING CASEMENT WINDOW c�a
LARGE
MISSILET
NOTES: INSTALLATION
SL A IO -AICH0 1UGE DETAILS
ti
S
1. THE PRODUCT SHOWN IIEREINIS DESIGNED AND MANUFACTURED TO COMPLY y11T1L REQULREFoem OF THE 7th EDI710N(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRiC.ANE ZONE(WHZ).
2X WOOD FRAMING,1 X OR 2X Y,'OOC BUCK,METAL FRAMING AND CUNCRET'F1M1AJ•,SOINRY OPENING:i0 BE DESIGNED AND ANCHORED TO PROPERLY'TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING]& Y y
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. - 2
3, IX SUCK OVER CONCRETElN1ASONRY IS OPTIONAL,WHEN^X BUCK IS USED,INSTALI_ATI?N ANCHORS WIL',PASS THROUGH WIN DOW tiHAME AND I BUCK INTO CONCREI F W,,SONRY SUBSTRATE f^rIEN USER IX BUCKS'SHALL BE
DESIGNED AND ANICHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS I HE RESPO N$!BIL l Y OF THE ARCHITECT OR ENGINFEROF RECORD.DISSIMILAR MATERIALS fNI ST P.F.SEPARATED WTH APPROVED COATING OR
MEMBRANE.SELECTION OF COATING OR MCi00 WE iS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
u p O
4. THE PRODUCT SH04ltN HEREIN HAS BEEN TEST' TO TA520":,TAS 202 AND TAS 203-SEE TEST RE-FORT NO.NCTL-1 T022723.1.DATED 2i14i20.DY NATIONAL GFRTIFNED TESTING LABgRATORIE5,YORK,PA,SIGYEO AND SEALED BY JO5EPi; .�
8
A.REED,:FLOREDA P.E. Gt
Z
5, MATERIAL: "a
5.1. FRAME:EXTRUDED RIGID PVC BY.ENERGI FENESTRATION SOLUTIONS USA.INC.PER CURRENT NRAMI-DADE,NOA. ? t'
5.2. REINF0 P,I,E 11 E N T
5.2 GALVANIZED ANIZED STEEL TUBE t3 93! X 0:73 Y U O50 THI Ii,FV 30.50 W R Fu=37,5-03.7,41) SASH PERIMEIER Z'-.T4
CvNTgURED-`SHAPED RIGID VINYL.ITEI„tZ 3 GLAZING BL:AD USED TO REIINFORCE FRAM FR F 1E PERIMETER �j�-�� *0
5.3. LA YIINATE GLASS IN'TERLAYER:TROS-r`OL IP:TERLAYER BY KU W;WY AFMERICA,INC.PER CURRENT Ni{AF,S-DADS NOA_ ow
ter , n
C,. GLAAZING. n.(9 WI wE 9 9
y F Cj
63 1. GLAZING DETAIL.AS TESTED. z CL'rji u
6.1,1, OVERALL.7i8 NO.'MIN€.L INSULATING'LAMINATED GLASS. W
0.1.2, GLASS THICKNESS:(1)LITE OFIlB".'4 ?h1NALTEMPF.-RED CLASS TOTHE'INTERIORAND(I LITE.OF LAMINATED GLASS TOT14EEXTERIOR. W O >
0./.3. LAMINATED LITE(2)LITES OF 118'NGIAINAL ANNEALED GLASS SEPARATED BY A.0.000"TROSfFOL INTERL AYER BY KURARAY AMERICA,INC. Ix n z
6'IAS SPACER TYPEn.ZE 7l13"NOPJ'INIL OARCIN'1L XL EDOE STAINLESS STEEL S?ACER(Ty Pc SS-D). a V ri
G.L5, GLAZING SYSTEM:INTERIOR GLAZED 1A1 H(I)-LEAF DUAL DUROME TER AND S KA FXX"552"BACKEEDDiNG 1A1TH A SNAP-IFl(2)-LEAF DUAL DUROMETER RIGID VINYL GLA-ZING BEAD.
$,2- ALL SETTING BLOCKS AND GASKET:1ATERf LS SHALL.BE IN COMPLIANCE"h4TH THE CURRENT EDITION OF THE FLORIDA BUIL:.ING CODE:SETTING BLOCKS SHALL RE.N.cOPRENF WTH A 7D TO^:0 SHORE P:DUROMETER.CASKET O 's
FdATEREALS SHALL LE EDPM s1•.1 N A MINIMUM 60 SHORE A DURON9ETFIR WHERE APPLICABLE:
8.3. AS TESTED GL A ZING..MEET$ASTM E13J0443 FOR THE DESIGN CONDITIONS SHO'A1N IN THIS PRODUCT APPROVAL DOCUMENT. W o
A
7. APPROVEDIMPACT PROTECTIVE SYSTEM IS NOT REQUIRED'FOR THIS PRODUCT iN t.AND BORNE DEBRIS REGIONS INCLUDING THE HVHZ, c> 4
8. SHIM".AS REQUIRED AT EACH INSTALLATION ANCHOR WTH LOAD BEAR114G SHIM.SHIM.'!HERE SPACE.OF'1116"OR GREATER OCCURS.MAXI I!MUM ALLOIAJABLE SHIM STACK TO BE IM".
9. FOR AtN0t;0RING INTO CONCREl6`PA45pNRV USE 1,4"IiE1CHEAD TAPCUNS siJ�TH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT!NTO C014CRFTF.NITH'i 1!2"MINIMU A EDGE.INSTANCE AND I-!MINIMUM EMBED10RIT INTO
MP,SONP- INT'i 12"MINIMurA EDGE DISTANCE,LOCATE ANCHORS AS SHs^sY t:IN Ft.EVATiONS AND LNSTALJ.ATION()'TAILS.4"MINI NlUM SPACING BE'PNEEN ADJACENT ANCHORS REQUIRED.ANCHOR LC CATIONS HAVE+i-I Tot ERANCE.
10. FOR ANCHORING INNTO WJO00 FRAMING OR 2A Si1CK USE 0UE OF THE FOLLOVANG: _ q`*jyAMES
x
10.1: 472 PAN HEAD`✓•WOO SCREWS{0,15):,ATH SUFFICIENT LENCTH TO ACHIEVE A f 3,V MINIMUM EMSEDMENT INTO SUBSTRATE WH 71$'MINIMUM EDGE DISTANCE AND MIN14;lUm ANCHOR-TO-ANCHOR S",F, ING.OF 2"ON CENTER. r SC�N•;�dJfj'��+,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-.1"i OLERA•NCE. '�,�t`:•�.0 �F••`,�44;
'IM2, N1G PAN HEAD 41'00LJ SOREVVS(k1r:a)Ye1TH SUFFICIENT LENGTH TO ACHIEVE A 1 1!2"fv11,NiIAI,Nb1 EMBED;s1ENT INTO SUBSTRATE WTH 1"MINIMUM EDGE-DISTANCE.AND.MINI.MUtJi ANCHOR-TO-ANCHOR SPACNN,3 OF 2"ON CE^NTFR.
LOCATE ANCHORS AS SHOWN 114 ELEVATIONSANO,INSTALLATION DFTAILS.ANCHOR LOCATIONS HAVE+-V TOLERANCE, ♦:1 •*
it. FOR ANCHORING INTO N4ETAL STRUCTURE USE414 PAN OR.HEX HEAD SHEET METAL OR SELF DRILLING SCRAM LNiTHf SUFFICIENT LENGTH TO ACHIEVE 3 THREAD,-,MINIh,UM BEYOND STRUCTURE INTERIOR WALL V19TH X4.'MINIMUNI A�.;•,.STATE'i5T'1/ufi
EDGE DIS TANCE AND MIN ALI!rf ANCHOR-TO-ASNCHORSPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOAYN IN ELEVATION$AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+,'-1"TOLERANCE. - yd�,.•;h�. } @.,�yta�v,:.
12, ALL FAST5NERS TO LIE CORROSION RL-SIS'fANT OR HAVE&CORROSION.RESISTANT COATING TABLE OF CONTENTS
SHEET DESCRIPTION
13, INSTALLATION ANCHORS SHALL BE INSTALLED It.)ACCORDAI CE!A1T H A4 t OR NANV ACTURERS
famulil Ai?
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED iN SUBSTRATES WITH STRENGTI IS LESS T1IAN THE 1 NOTES
MINIMUM STRENGTH SPECIFIED BELOW;
13.11 WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NQN-HVHZ)AND 0.55(HVI1Z) 2 ELEVATION ANCHOR LOCATION
13,2. CONCRETE.-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI —___._._.._..__.....__..._.__....._..._—.—__..._....._.._:_..__�_�._.__...:_._._..`.._.._..............._._.,._._.,.........._.___._.._......._
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTIA C-00.MEDIUM WEIGHT WITH DENSITY,117 PCF 3 VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES
;SA. METAL SUBSTRATE:STEELIBGA(0,0428'),Fy<33KSI/Fu-46KSI.ORALUMINUMCGc3-T60.048"THICKMINIMUN1' 4 �jVERTICAL SECTIONS-METAL 5UBSTRATES.
134.1 STEEL SUBSTRATE TO MEET iJlNIMUMFBCHVHZCOCF.REQUIREMENTS, _ PRODUCT REVISED
cotnpl No w ith the iicrido 1
5 IIORIZONTR,L SECTIONS-CONCRETE%Ev1ASONRY,V V00:)&METAL SUBSTRAI-Es. euUd+nu Pe
Non-No. 20-1103.07:
o COMPONENTS A14D FRAME CONSTRUCTION Up�.tlonnatoOSIOW2025
— -- - -._..._..... -............-----......
7 BILL OF MATERIALS ay
-. Won,-0 dooWo acTL`ontrar
36"MAX.
FRAME WIDTHS o o
_.._._
:34 4"=h�AX: I SNUBBERS LOCATED 28" 3 a;
SASH WIDTH AND 17 FROM EACH Nd1AX.TYP:
IEND AND MWSI+NOF e1 Fo �^ 3
THE HINGE STILE VVIThf MAX_TYP.
I J11, CORRESPONDING¢ )� HINGES ON THE HINGE I °= w °w
_ 1 JAMB w
-- — — — -- _ �- - - -- —
._—
i si i j j j j 5 I II I
s
r MAk I AX. I I j j fi� 1 MAX.
FRAME VENT pre ti p
DLO. ;; R
1j HEIGI 1T HEIGHTS I I .. j j.... '�5 HEIGHT I I III } 7
/ J U
l °'�._i to Q.
g$ Ua OL, ya.
I I I MAX-TYP.
� u>>� 3���3 I , ,5 "
II
Nam.nJ �L
�\
J�
_.x
--
K '
LOCK CENTER' LOCATED j I I OPERATOR LOCATED 11"
.... 4"
f`FROM JAMB(TYP.) � -�^ j �_._._. FROM JAMB f rYP.) MAX,TYP.
f,•'A� A� � aaap�,`4',yAtlESarp��af��.
—1�--1 SERIES.TTECH 5205 VINYL-OUTSWIING
CASEMENT WINDOW
EXTERIOR VIEW-ANCHORAGE 7Azi�``'�° w
I PLO WIDTH ALLATION NOTES:
I BEAD AND SILL ANCHORAGE THE S,WIE.
A3 ANCHSERIES TECH 520a VINYL 2. J SAME.
. .............................. 3. +1-1"TOLERANCE ON;ANCHOR LOCATION,
OUTSWING CASEMENT WINDOW 3.1. "rAPCONMINIrstunnSPacINGIS4"OC.
�EXTERIOR VIEW 3.2. WOOD AND TAPPING SCREW MINIMUM
IrI5 SPACING IS 2"OC.
DESIGMv PFtES$URE RATING(PSF)° IMPACT ItATtNG "' PRODUCT REVISED
�• _._ _.rt 'NOTES: s' ptyiywtt➢tha Florida
LARGE MfSSICE 1 MAXI v91JM ACTIVE PANEL(SASH)SIZE:34.25"X 66.31 3"( 4-1//;'X 66-5/1n"} Hou.Na. 20-1103.07
`ti 55.0�55 0 IIvIPhCT 2 bAYLIGHT OPENING(DLO)SIZE:29.38"X o1.313" (29-3/8"X 61 5/16") F piratlaao taDsroel2D25
3. NrJ WEEP HOLES EMPLOYED
-.eiea t�tamrai aa,— n�a-
v� _
itr( PROPERLY SECURED 1X _ - J112 OR +r14 WOOD CREW 4'L r
WOOD BUCK BY OTHERS 1 4" ffW TAPCON m n ( Pf 0 £.t1.Y SECURED 1X
�3�INSTALLATION ANCHOR INSTALLATION ANCIICR , c;O0 BUICK BY OTHERSN �
" (SEE NOTE 3, SHT. t) (SEE NOTE 2, SHT, Il
• 1/2" MIN. 1 tr::,: 1" MIN. E:I;CF.. DIST.__-.._ ....-............._.........._.-.... -�
i�
WG00 BUCK PROTECTION BY EDGE DIST. /12 YrS: 7 ?.X 1`i00D ,I y <
OTHERS (SEE NOTE 3, SHEET' 1) BY O H£(5
r 511FP.TH.VG f �/ (SEE NOTE 2, SHT. 1) +' xm x
�..,, ?z , t w I—U
CONCRETE BY'OTHERS- 4 t 1 - -- BY OTHERS -- U r" o m
d: (SEE NOTE 2. SHT. 1) st. '1JN, -•'�., __:._....._......._...................�.. R
\v ,+ EMBEDMENT •I 4 w�- u c ;
EXTERIOR. F �I ,/ e. a
FINISH.-.,--. �'. f #14 WS 1 MIN, EMB L 1EN, � t-; a �
By OTHERS' '1 G a z r
1 j}" MAX. 1.?.._l:-•_._t...;,3' fih..EM3C..1 AEt'J` o q a
I 1 ;� -"''-~"`-• :7h4i!d `a'r'.RCc t i3 w
EXTERIOR FINISH- - / ~! J_-- "It / MAX 1 '
BY OTHER,:a . _ � d SPACE Ir a x
�a >
�., PERIMETER.CAULK
BY OTHERS' 1
PERIMETER CAULK-- I _
( BY OTHERS
Et7 9 1c u.
f ^^- _ `- _ 1.1 • (n IS V�
T 25
xLERIO$r"'.✓
�S%TAIL
LAZING 14 ZLil—
/ > i s OtN:INGOI`txSrR10H 1, FAHEE-1
E. GLAZIh ICIfl4£a ~� 4'd!tifO;'i W` yoc
HEIGHT SHEET 4 ?1 ETAIL 1,
hEkiHT L7 p c7 j w
4� ' ��I-Zo
{A..NC'riOR-Tv-SUFiSTRAT:S
e _ 6 EDGE DISTANCES ARE ``,��, / _-._-,- -�) w r c-
�. r TY'rICAL AND ^``�
J ��
C71 MEASU ED TO'r3gT'H t.•--- - �� --Zl
r ) SIDES OF SUBSTRATE
Ci�--
i 29 c _...1g 25 2g _ tJSft A5 i Nux 41 Aw so P.F..
- 14jA1FC[vJ 7
USED AS '^� - etstrrp
I PFP.I6".ET'CZ CAUI_K. "" V T^ 1 — r'kAb1'r' SII�.. ,,,,.�'"6c :"T'� ih�ONCcfr�N �`�s6jPtaSES ffp�fty�.
SILL
°*O
'd ,. 1 4" mAx. RFINFORCEME!`iT ^t 1 h MAk I .,rQg`--•tG��+y. 9 i
BY OTHERS - /
1 Ct1 II`✓ �1 "tp
_t 'f PERIMETER'CAULKxa ......._�.. 1Na5s2 "
_ p
EXTERIOR FINISH
-_ BY OTHERS- '�
BY OTHERS
i CONCRETE BY OTHERS-- t a /2 Irv.
! p STAr,> S T fU
i
(SEE NOTE 2, SHT. 1) F aRECMENT 1 N 1 ij_>" MIN. i:§ cDt4 NT
r " - \ {7-2 44;,; 1 _3(4" 'AI'J. EV;gED MEN-
-'7' EXTERIOR FINISH `,� l� q,nuyst
r ;.
;V,/ a BY OTHERS T_ i
PROPERLY SECURED 1 X I{
I i WOOL' BUCK BY OTHERS I„ _ -.1 1 j 2' MIN. / .
cc tCGE DIST, SHEATHING / \� \ 2Y WOOD '!
it (SEE NO.c 3, SHT, i} � BY OTHERS- f 7 \ BY OTHERS
„ �'� '/4;' 1TW TAPCON�3 I J \ � (SEE NOTE 2, SHT. t)
WOOD BI.Lh PROTECTION JJ _ ...1J
t, INSTALLATION ANCHOR tt4 WS: i" MIN: EDGE Of i'. \ 1
v DY OThIEF?S (SPEC NOTE 3, .612 WS: 7/8" MIN EDGE DIST. PROPERLY,SECURED 1X
SHEET 1) V400D BUCk BY OTHERS PRODUCTREVISED.
p 12 OR j`1 WOOD SCREW 4z (SEE NOTE E 2, SHT, 1) P ix adth iho FlaeiAa
VERTIC ALSE€,TIOi*+f INyTALIA740N ANCHOR •/. Nod NN 20-1103.07
cvvctr_1v t;ns'r; Tl VERTICAL SECTION' / exptrati-Itim0 510 6/20 2 5
� \ �A WGOt)s0b-S lKAT6 Tin a nj
I
wqiAtxtf�i'[o.f30'I9f• C K
AVPR:VPI;?LSTAUAT(CA!SUn6TftATES INCLME THE FOLI.OYWN3: Lv m
SM'FfiAAA1N v
7 ALL'k{NUM FRAMING AND ^ ^
n14 SHEET mt-TAt-(4�4\�%
SCREW/SEL=-DRILLING SCREW METAL SUBSTRATE ! Z1,VVQQQFPAMIKG 1A Ot XVY-E DUCK 0.1FTA4 FRAIVIIN;AND CJ RE.T VAAASONAY QPSkiNn OPE 0EG1f NEL1 CANC40'REDTO
Il`STALLIVRON ANCHOR 1(/ BY OTHERS PROMORLY 1 RN4 R x!.t LQ?r:TO SITRIUCTURE,FRAMINn AND COW R TVL1A .N4RY nP ON-ND IS TPE FiEVIZV 11,Y Or I HE � �" a� n m
' (SEE NOTE 2-, SHT. 1}. "`R'1r1e T oR rr"I,,.c4rr CftD u P q(
EXTERIOR FINISH ,) 3 IXallCK 1LrC0 RETFI ASV4R/S4liP7CNPL.VvIET -UUCKIS USED.rf£TauA'°iOwF EtV..r SG'R OUviayl:"7C Y.F t1iF. C � in` E'< 4
E3Y THERS zf d1N: ( THREADS 75 .Iltq. A!4U'XE I kIIO CU iG L UM.S4NRY 5U sST(zAT 415{LNUSED,'X LUCKS SHAM IF F R'N}`CAAO ANCHORDTO FFOPERLY CL �U n
EDGE C7IST. — ! FA('?c JE1CNT 6^YOND TRANSFER ALL LOAD TO 11U TURr.AND1 ( RCSF N IGILITY61 TII ABC, 1OR NGNEER OF RECOHDDI 5MiLI,R t?rY kmb (Lh n Q0
2, ' {/ MUST 8' t'AMTFC NI)1A'ROVE0 CC ING011M MRRAVf Sts. 'ION OF.,O.Al IM J?MEMLIRAN'C M THE NSP0�:S15ILw`,:F,II° -�S rT 51
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't. ...
SHIM SPACE
rNfI.UM ALLQk(AoI E.E`7e1 bT,+,.4K.IC liE n6.
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n
" E}ASCE 5"'I 1 II 0 C FE'T',>r1H.f.,T LiIN`EAUrE EC EDI TA4 Ar 11 NIMIR L OLSa Fr INl M SON'Y If MINIM MEUC': _ ..
r TANG CATC HO A H')VNIN .IATIO AND I 'rAF F 1fIrI 11L3.6 MINIMUM SPACik EETIAENAJAr..-7Z,<.,IORG
PERIMETER CAULK L_ � f yaul:cr N.,of c r itN A L Rar;L o
EllOTHE $l rK(I ACnp 7F.L 1(L(.J.M1.:
O
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_---""��~Y�•P T✓ �"� -y ~--- j 4A..H!>4b ThPIFI.ALM LINIMUM "OND T.L"INU., I d"L JCR WAD WTI1 a:'ril'3. L r -E� .Aft AF.,,!),f*r 43 x.e,;1.1< V �'
'' ~ `M1 I ANCHOft-a it Cf+ R8'.GrGC?q'JC[rf'FR.LJGhTi.nHCNt?:251,.SHc,Lvd lr:fi:..LA.1(l.,.AND IwSi AS.s.A',K�:vE.Al.o.r.N'�f.OtY �R.G_
EXTERIOR �' db'a ' �� L00AI10ti HAt_.:I T4 A1.,E'. 4 a s
5. IwTVZiOR MID Er.TFRIOR FINICH5:38Y,:Ti.iEMS,NOT SI J"NIO?T'Lt,R TY. 2 2
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icy ._..._.._i IiJ7 FYi a 3J 4 EIC iT ffI EDGE DISTANCES ARE
k, v t
TYPICAL AND
1, , MEASURE TO B{3T 7 J O.A. t ,E CLASS15'I
"'1'"`•" / ./ti.rJ I SIDES OF SUBS TH v 4 O Ex'ERIOR LAMI WITEO GLASS - (2)
15 ''� _,.�' �4l N V'NIAI 1/8- ANNEALED O ASS +'/ W.J % ('
--.0 90 KU A.-' 7 AMERICA INC, TROSirCL
INTEr LAYER, ;/;F- AIRSPACE. IV/ D' E-n
v)
INTERIOR t,a L SPACER ("YRE aS....Dj, -
0' INTERIOR 1j8 EkIPr!iED GLASS ,
F C
`✓ ".,._"^., i ' ( �.^ PXTFRIOF, :rJ'f R!4`R gil '.v .
3. USED AS I
PERIMETER CAULK-�_� l J REINFORCE_NT
9Y OTHERS � v
�a --- V
�� 1/':_ I � �� Ov�T sraYa'81h�
_..................._......................
r
Sil
fa ..
EXTERIOR FINISH. ):^; (TYP.) \ T TEIRE/GS !1,IIv, ) r�
BY OTHERS ` EMBEDh1ENT 6EYOND- T ( r
1NTERiO'i ',VALL �•„ -''
14 SHEET PETAL ME
TP,L SUBSIP,ATE 1
SCREW/SETS''-DRIL NNG SCREW c GLAZING DETAIL I
J BY OTHER., PRODUCT mmsen
ISISTALLATIRN ANCi•1OR•' (SEE (+NOTE 2,:SHT..1) DullamnlCod�ifi mo Flcrltla
No"'.7 20-1103.07
AVERTICAL SEC CIO e F(�tlan R.toQ r0e12025
1� 1�' hiL'L:�1tW5U1Sa7R,l'1'L p ,,r,��
Mtnm.o`6"rat.uct"'onnijui'
Z-
F-7 J�E D le C-1
jr
2x WOOD—
FRA!,iE-*.' BY OTHERS \S"4' :'PACE I RFrNrORCFMFNj 1/4" MAX, SHIM SPACE.- EOMENT - co,4cpE-r.E
(SEE NOTE 2,SHT. 1) 1 112. .1.4 1 N. E I/I P
3 3 1 0,31 SHIM AS REQUIRED I" Nlk ENIBEDVENT
1 C'T7 0
'@ -, 3-
#14 'NS; 1 1/2" wN, Emoi*c-mcu
MIN, EME"
43 1/4" 1 nlY TAPGON INSTAI LATiON ANCHOR
#12 vr': 3/8" E DIM E N T 6
1/2- miN. EDGE DiSrANC.' CON" fr Ne �cl
Mlfl, EDCE DIS-AWE - MASW Y 912 OR #14 WOOD SCREW n4 u
INSTALLATION ANCFIORI-',,I",
CONCRETE OR PASOmWf
I 4WS: I" %Mv. ED"E. DIST BY OTHERS
12 'W'S 7/8" M;N, EDGE D'S-- I t fA� 4
(SEE NOTE 2, SH I.
1)
Z
PROPE ERCi` SECURED IX
S
DETAIL 1, WOOD BUCK BY OTHERS
PROPERLY SECURED IX ou,
SHEET 4
WOOD SUCK BY OTHERS 3 2, (SEE NOTE 3, SHT. 1) o, g
z:s
(SEE NOTE 2, SIAT. 11 1 14 -WOM BUCK PROTECTON BY
_ATH NG.--z of -E NOTE 3. SHIEET
SHE I rXTEMOR OTHERS (SE
BY OTHERS. x ul L
-.E ts EXTERIOR FlNiSPI
EXTERIORF1141SH '—PERIMETER OVJLK PERIMETER CAULK--' BY O'-q: o5 T
BY OTHERS BY OTHERS BY OTHERS
3
EL
lu oz
z I w w <
llORIZtQNTA-L-SECTION ]JORIZONTALSECTION 0 9;�
B 5<
00 >0
W(�OD rRAMLSUBSTRATE ANCHOR-TO-SUBSTPAI E' C
FLISCE.DISTANCES ARE CONCRE'U.I WANONRY vj-
TYPICAL AND
T BOTH
MAX, SHO SPACE.- '-.SIDES OF SUBSTRATE 6 0
_1tv�TR I OR SHIM AS REQUIRED—,
L
Ll
#14 SHEET METAL
0- 0"0o
SCREW/SELF-DRILLING,SCREW
INSTALLATION ANCHOR
3/4' MIN,
Er;E DIST. (iYP.; ti+ WE- 71ory
IL
3 THIREADS MIN. Z
EMBEDMENT BEYOND imITERIOR mllj.
DETAIL
SHEET 4 METAL SUBSTRATE BY OTHERS
'
(SEE NOTE 2, SI-fl. 1)
7
2 \—EXTERIOR FINISH
PERIMETER CAULK-! BY OT14ERS
BY OTHERS PRODUCT REVISED
—.Plzrgmth the F1.11d.
modws
NOA-No,
HORIZONTAL SE ,ITION C.Pl.ti..DW.G510612G25
NlFfAL SUli:NTRAIT,
MAIN FRAME I SASH FRAME j GLAZING BEAD � SCtREEN FRAME 1� SASH REINFORCEMENT
0.085" TYP. WALL THICKNESS. � � 0.080' TYP. WALL THICKNESS � � 0,070' Tl'P. i � G.045' TYP. �% 0,005" TYP. 'WALL THICKNESS
WALL THICKNESS i WALL T111CKPdESS E GP.LVfiNIZED p
1
0.77r �a - —I—- � _t N
Fz
2.527 i 0,6_8 I1 � 1.424
0.720
I�I 1. 'i (...�.z.• ''! � a� wa a a
...�.._ ......._..1_ G.354_._...� ... )....L� u
+1.4 13
i G.777' ��
6i J.:...............................
.....
.....
_.__.._ ._
E
�z nwy i
oL h Y W
7 ha
I
e'L' �fYIS
I �j cr
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WELDED MITERED �U°'
�. s u
CORNER CONSTRUCTION
Tz 4N
luL
J � a
,i�uru M�
Q-TAI L i
MAS -ER r-... A.ME
PRODUpiYC�TttEV19ED
CONSTRUCTION
Uda
6oli N.Cotle
.. �^ J r {{p wos.-ko. 20•1103.07
(SA Id ..'RAM E r?I M I�._AR Fapiratlon Dala0510=025
ey. ��'3
Pdia�a o prodwt coai.o
Series Tech 5205 Impact Casement./Bill of Material � 12 r
Item No. Description JPartNumbers Su plier Material N
V
Frame Components w o
1 Maetar Frame !V White 108317783 Enargi white PVC 2 a
2 . sash Frame(Operatin�Sas11 __ IV White 108+41773 t EnersilRoyai._._.__.._ _White
- — _ ...-..._. _._._ _.._ ._ .. _ ......._ _ ._...
3 Glazing Bead Stop(Opetrating Sash) IV White 1 080 17753 Energi!Royal Whlto PVC(2)
Screen Components w
4 SiniTie LeSTFeame NewN�#hite 06510NEW192 Shapos Unlimited Aluminum `t j
.._......-._........—_..._...__......_...... ....__6.__.____.�_. —...—..._��...____ ._.._._____�.__......._-............... n..,
5 Fiber lass Screen Cloth'Charcoal 136"x 640' 300001.0 P—hlfer Fiberglass =} `D
. ...� _... ..._ _..____..___...-.............EX-FLX•Q165-BK (m ariat Plastic USA
7 Aluminum Corner Kos -- - CI(252X260 _ Hygrade Metals - Aluminum Y
10 Screen Clip Ciear 8794352 Ashland Hardware
11 30PP12481350-91116 X1 318 K 3 Foam Black W0511022 _ Lindenma r
12 Accessory Parts Installation Translucent 02-h1X0150010C2 Novagard Silicones r '
Gtazin,
13 we Glaze Q eratin Sash) 1552 SikaFlex Black Sika US o, r 9
14 O oratin Sash E366 2.7mm 10.90 PVB lnteria orlG Elurricane Laminate Impact Cardinal Kurara America,Inc.Trosifol PVB _ °z_
_.........Op orating.5_. ..........
�._.._.._. ---.—X.___ _..._ p y
_ 15 Glass Setting Blocks Sash —_ _ _ 2NB_8K-0.0062-028-064 Frank. nrs Lowe _ Neopre wJ70 to 90 Shore A Ouromefer r
16 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) _ Cardinal Stainless Steel ;
Reinforcement,Hardware and Hardware Fasteners(not ail.components!Wed in section vieays}
17 Sash Frame Rolmorcoment Operatin Sash) ST-888.168 .462 H rad0 fN7atals .060"Gaiv. 1
18 Sash Litter 2-2648 Amesbury fl nrth ._..__...._ a s u
_19 Encore Awnin$Operator 51.11.00.211 _ Amesburyffruth
_._......._.__ _.__.., FGE CSM tLAssemb0y Egress �. 14.12.00,230 _.._ _A.__m.._es...bu20 _....----.................- ....................._..
z
toaI_
9 x<1
21 EncoroKeeperLN 32627.93 AmesburylTrath _._. _ _._. a—t="-ira ""
22 Encore LH Stud Bracket 14690.93 Amesbury/Truth 3
23 Encore.Tie Bar Guide 33705 Amesbury Muth 24 En core Mu(ti-Point Lock IShertIGosket 24,30.32.004 Amesbur>7Truth
i25 ffn core Fatdin.S.Handte_..._..__............_.._............._......._........._...:_.._........_...._..._......_._. .12616.32._._._--...:_............._........_..._..Amosbu'�_:Ertitit._._.._.__............._..... -- r
_ 26 _ Encore Operator White Gasket 32658 Amesbury iTrut6t
27 Encore Su artPiatO 23822 Amesbu i7ruth ';�
(............. 8. O ep rator Spacer 2154rt Amesbur/Truth_..�� _---- _._._.._.._._...___...._...._
29 Track Operator 14:5 impact 32384.93 Amosbul)l/Truth ;
w 30y " iViP Tie Bar Guide 14590.92.00.110 Ainesbury ITruth rp.W as.4a 0752
31 Snubber Interlock 22999.92 Amesbu Frmth .isrutnnNtrgr
32 J#10 24 x 11116 Self Ta in fOachine i Lock.Hand[a 19128.92 Arnesbu /Troth ,J'S IWES 4'fl,
pp g rY .
33 ##8 x 518' Tek l Snubber 120934 GLF Corporation _ _ ¢ No as s2 :p
34 #8 x 518' Tel I Stud Bracket 120934 GLF Corporation
35 #8 x 518' TokJ_Sash Hinge 120934 GLF Corporation Sa tUUla�
36 ##6 x 5J8"Tek J Sas_h Rebar(H) .__.�. 117595 GLF Corporation
37 _#t 6 x 518"Tee J Sash Rebar W 'i17595 GLF Co aration Any..
38 #8 x 1"Tek I Flat[lead SS Tiebar Guide 119977 GLF Corporation '�yyfQN�;nI ..
39 1#8 x'l I2"Pan Head J Keeper Screws 120145 GLF Corporation _
40� #10 x 1"'FLTShar Point/Operator Screws 127318 GLF Corporation _w _,
41 #5 x 318"Tek/Screen Clips Whfte 116506 GLF Co oration
Installation Fasteners
40 #t12 OR#1Q WOOD SCREW nla nla Steel
43 114"ADVANC&D THREADFORM TAP.0 ON n1a iTW Steel PRODUCT REVISED
...._....... _ .....�. ..... .._..._...__...__......_.—_...-.....__.._._ ._.._._. .....,__._......___._..�_...__... en enmFN I" Mth th¢Fla,ddq
4Q #14SHEE71ltiTAi_ORSELF-DRiLLINGzSCREW nda. pia Steel oullam$ oa�
NOASN.. 20-1103.07
i(i)fiYgrade Metals Spertticatlon:AI51 1005 to 2010,CS Type A and 6,.30 ksi to so ksi Yield 5tr ength,G40 Galvanized EW.Uon R-f-05:0612025
1(2)ENERGiFENESTRATiONSQLUTi0NSUSA,INC.,PERCURRENTNNAM1-DADENOTICEOFACC&TANCE(NOA).
Nlaml-D o-�—pr�iv vie CanLro(�